KR20160080298A - Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof - Google Patents

Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof Download PDF

Info

Publication number
KR20160080298A
KR20160080298A KR1020140190996A KR20140190996A KR20160080298A KR 20160080298 A KR20160080298 A KR 20160080298A KR 1020140190996 A KR1020140190996 A KR 1020140190996A KR 20140190996 A KR20140190996 A KR 20140190996A KR 20160080298 A KR20160080298 A KR 20160080298A
Authority
KR
South Korea
Prior art keywords
weight
mortar
parts
mortar composition
composition according
Prior art date
Application number
KR1020140190996A
Other languages
Korean (ko)
Inventor
김영필
김규식
정문수
이효상
Original Assignee
주식회사 케이씨씨
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 케이씨씨 filed Critical 주식회사 케이씨씨
Priority to KR1020140190996A priority Critical patent/KR20160080298A/en
Publication of KR20160080298A publication Critical patent/KR20160080298A/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/14Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements
    • C04B28/16Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing anhydrite, e.g. Keene's cement
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

The present invention relates to a mortar composition using β-hemihydrate gypsum, and mortar using the same. More particularly, the mortar composition comprises: β-hemihydrate gypsum which is an industry byproduct; a slag fine powder which can complement final strength; components for reducing dry shrinkage and preventing cracks, which include anhydrite and cement; accelerating agent; calcium carbonate; and an admixture such as an retarding agent, an antifoamer, or the like. The mortar composition is environment-friendly, and has a short curing period, thereby having excellent cost-efficiency, and complemented strength and self-leveling performance.

Description

베타-반수석고를 이용한 모르타르 조성물 및 이를 이용한 바닥마감용 모르타르{Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof}[0001] Mortar compositions using beta-hemihydrate gypsum and mortars for floor finishing [0002]

본 발명은 β-반수석고를 이용한 모르타르 조성물 및 이를 이용한 모르타르에 관한 것으로서, 보다 상세하게는 산업 부산물인 β-반수석고와 후기 강도를 보완할 수 있는 슬래그미분말과 건조수축 감소 및 균열방지를 위한 무수석고, 시멘트, 급결재, 탄산칼슘 및 지연제, 소포제 등의 혼화제를 포함함으로써, 친환경적이고 양생기간이 짧아 경제성이 우수하며, 강도 및 셀프레벨링 성능이 보완된 모르타르 조성물 및 이를 이용한 모르타르에 관한 것이다.The present invention relates to a mortar composition using β-hemihydrate gypsum and to a mortar using the same. More particularly, the present invention relates to β-hemihydrate gypsum which is an industrial by-product and slag fine powder which can complement late strength, The present invention relates to a mortar composition and a mortar using the mortar composition, which is environmentally friendly, has excellent economical efficiency due to shortened curing period, and has improved strength and self-leveling performance by containing an admixture such as gypsum, cement, a water-dispersible material, calcium carbonate and retarder and defoamer.

공동주택 또는 일반주택 등에 사용되는 바닥마감용 모르타르로는 경제성과 편의성 등을 이유로 시멘트, 잔골재, 혼화제를 주성분으로 하는 시멘트계 모르타르가 광범위하게 사용되고 있다. 그러나 시멘트계 모르타르는 긴 양생시간으로 인해 시공기간이 길며, 건조수축에 따른 균열, 초기강도 발현의 저하 등이 발생하는 문제점이 있다. 따라서, 이러한 단점을 개선하고자 화력발전소에서 발생되는 부산물인 탈황석고를 이용하고자 하는 연구가 진행되고 있다. Cement mortars based on cement, fine aggregate, and admixture are widely used as bottom mortar for use in apartment buildings or general houses due to economical efficiency and convenience. However, the cement mortar has a problem that the construction period is long due to a long curing time, cracks due to drying shrinkage, deterioration of initial strength development, and the like. Therefore, in order to overcome such disadvantages, researches are being conducted to use desulfurization gypsum, which is a byproduct generated in a thermal power plant.

일반적으로 석고분말은 자체평활성이 있으며, 경화시 약간의 팽창성이 있고 치수 안정성이 우수하여 자기수평 모르타르에 가장 유용한 재료로서, 이수석고(CaSO4·2H2O), 반수석고(α형, β형 CaSO4·1/2H2O), Ⅲ형, Ⅱ형 무수석고 등이 있다. 이 중, α형-반수석고(황산칼슘 알파-반수화물, calcium sulfate alpha-hemihydrate)는 100~150℃의 온도조건에서 오토클레이브(Autoclave) 반응기를 이용하여 제조되기 때문에 생산비가 높아, 의료용이나 공업용 등 특수용도에 한정되어 있다. 반면 β-반수석고(황산칼슘 베타-반수화물, calcium sulfate Beta-hemihydrate, 이하 β-반수석고)는 그 제조비용이 저렴하나, 강도 저하를 이유로 주로 석고보드와 시멘트 응결조절제로 사용하고 있는 실정이다.In general, the gypsum powder is self-smoothing, has some swelling during curing and is excellent in dimensional stability, and is the most useful material for horizontal self-leveling mortar. It is composed of CaSO 4 · 2H 2 O, CaSO 4 · 1 / 2H 2 O), Type III, and Type II anhydrous gypsum. Among them, the α-hemihydrate (calcium sulfate alpha-hemihydrate) is produced by using an autoclave reactor at a temperature of 100 to 150 ° C. Therefore, the production cost is high, And so on. On the other hand, β-hemihydrate (calcium sulfate beta-hemihydrate, β-hemihydrate, hereinafter referred to as β-hemihydrate) is inexpensive to manufacture but is used mainly as a gypsum board and cement modifier .

탈황석고를 가압수열법으로 처리하여 제조한 α-반수석고를 이용한 모르타르 조성물이 개시된 바 있으나(예컨대, 한국 등록특허 특허 제 10-2009-0114192호 및 제 10-2005-01255541호), 바닥마감재 등에 광범위하게 적용되기 위해서는 시멘트계 모르타르와 같이 대량생산될 필요성이 있기 때문에, 대량 생산에 한계가 있는 α-반수석고를 주성분으로 하는 모르타르의 시공율은 낮은편이다. A mortar composition using an α-hemihydrate gypsum prepared by treating a desulfurized gypsum by a hydrothermal method has been disclosed (for example, Korean Patent No. 10-2009-0114192 and No. 10-2005-01255541) Since it is necessary to mass-produce cement mortar in order to be widely applied, the construction rate of mortar mainly composed of α-hemihydrate gypsum, which is limited in mass production, is low.

그러나, 향후 전력수급을 위한 화력발전소의 증가 및 배연탈황설비의 증설로 인하여 탈황석고의 생산량이 급격하게 증가할 것으로 예상된다. 따라서, 소성비용이 낮고 대량생산이 가능한 산업 부산물인 β-반수석고를 주성분으로 하여 양생시간을 단축함으로써 경제성을 향상시킬 수 있으며, 친환경적이면서, 강도 및 셀프레벨링 성능을 확보할 수 있는 모르타르 조성물의 개발이 요구된다.However, the production of desulfurization gypsum is expected to increase sharply due to the increase in thermal power plants for power supply and expansion of flue gas desulfurization facilities. Therefore, the development of a mortar composition which can improve economical efficiency by shortening the curing time, which is an industrial by-product which is low in firing cost and capable of mass production, as a main component, and which is eco-friendly and can secure strength and self-leveling performance .

본 발명은 상기와 같은 종래기술의 문제점을 해결하고자 한 것으로, 산업 부산물인 β-반수석고와 후기 강도를 보완할 수 있는 슬래그미분말과 건조수축 감소 및 균열방지를 위한 무수석고, 시멘트, 급결재, 탄산칼슘 및 지연제, 소포제 등의 혼화제를 포함함으로써, 친환경적이고 양생기간이 짧아 경제성이 우수하며, 강도 및 셀프레벨링 성능이 보완된 모르타르 조성물 및 이를 이용한 모르타르를 제공하는 것을 기술적 과제로 한다.Disclosure of Invention Technical Problem [8] Accordingly, the present invention has been made keeping in mind the above problems occurring in the prior art, and an object of the present invention is to provide a slag fine powder which can be used as a by- The present invention provides a mortar composition and a mortar using the mortar composition, which is environmentally friendly, has a short curing period, is excellent in economic efficiency, and has improved strength and self-leveling performance by containing an admixture such as calcium carbonate, retarder and antifoaming agent.

상기한 기술적 과제를 해결하고자 본 발명은, 조성물 총 100중량부를 기준으로, β-반수석고 50~60 중량부; 무수석고 1~6중량부; 시멘트 1~6 중량부; 슬래그미분말 1~25 중량부; 급결재 1~5 중량부; 탄산칼슘 1~20 중량부; 및 지연제, 소포제, 증점제, 유동화제, 수지 및 이들의 조합으로부터 선택되는 혼화제 0.01~5 중량부;를 포함하는, 모르타르 조성물을 제공한다.In order to solve the above-mentioned technical problems, the present invention provides a process for producing a composition comprising 50 to 60 parts by weight of β-hemihydrate based on 100 parts by weight of the total composition; 1 to 6 parts by weight of anhydrous gypsum; 1 to 6 parts by weight of cement; 1 to 25 parts by weight of a slag fine powder; 1 to 5 parts by weight of a filler; 1 to 20 parts by weight of calcium carbonate; And 0.01 to 5 parts by weight of an admixture selected from retardants, defoamers, thickeners, fluidizers, resins and combinations thereof.

본 발명의 다른 측면에 따르면, 상기 모르타르 조성물을 이용하여 형성된 모르타르가 제공된다.According to another aspect of the present invention, there is provided a mortar formed using the mortar composition.

본 발명에 따른 모르타르 조성물은 산업 부산물인 β-반수석고와 후기 강도를 보완할 수 있는 슬래그미분말과 건조수축 감소 및 균열방지를 위한 무수석고, 시멘트, 급결재, 탄산칼슘 및 지연제, 소포제 등의 혼화제를 포함하기 때문에, 친환경적이고 양생기간이 짧아 경제성이 우수하며, 강도 및 셀프레벨링 성능이 보완된 모르타르를 제공할 수 있다.The mortar composition according to the present invention can be used as an industrial by-product, such as β-hemihydrate gypsum and slag fine powder which can complement late strength, anhydrite gypsum, cement, a filler, calcium carbonate and retarder, defoamer Since it contains an admixture, it is possible to provide a mortar which is eco-friendly, has a short curing period, is excellent in economy, and has strength and self-leveling performance complemented.

이하, 본 발명을 보다 상세하게 설명한다.Hereinafter, the present invention will be described in more detail.

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로, β-반수석고 50~60 중량부; 무수석고 1~6중량부; 시멘트 1~6 중량부; 슬래그미분말 1~25 중량부; 급결재 1~5 중량부; 탄산칼슘 1~20 중량부; 및 지연제, 소포제, 증점제, 유동화제, 수지 및 이들의 조합으로부터 선택되는 혼화제 0.01~5 중량부;를 포함한다. The mortar composition of the present invention comprises, based on 100 parts by weight of the total composition, 50 to 60 parts by weight of? 1 to 6 parts by weight of anhydrous gypsum; 1 to 6 parts by weight of cement; 1 to 25 parts by weight of a slag fine powder; 1 to 5 parts by weight of a filler; 1 to 20 parts by weight of calcium carbonate; And 0.01 to 5 parts by weight of an admixture selected from retardants, defoaming agents, thickening agents, fluidizing agents, resins and combinations thereof.

본 발명의 모르타르 조성물은 α-반수석고를 전혀 사용하지 않으며, β-반수석고의 혼입량이 전체 조성물 100중량부에 대해 50~60중량부(보다 바람직하게는 52~60중량부)이므로, 부산물 활용을 극대화할 수 있다. β-반수석고의 사용량이 50중량부 미만이면 산업부산물을 적게 활용하여 제조 원가가 높아지는 문제가 있고, 60중량부를 초과하면 혼수량이 증가하여 요구하는 압축강도를 얻을 수 없다.The mortar composition of the present invention does not use α-hemihydrate gypsum at all, and since the amount of β-hemihydrate gypsum incorporated is 50 to 60 parts by weight (more preferably 52 to 60 parts by weight) relative to 100 parts by weight of the total composition, Can be maximized. When the amount of β-hemihydrate gypsum is less than 50 parts by weight, there is a problem that the manufacturing cost is increased by utilizing less by-products of the industry. When the amount of β-hemihydrate is more than 60 parts by weight, the amount of mixed water increases and the required compressive strength can not be obtained.

β-반수석고, 무수석고, 시멘트, 슬래그미분말, 급결재, 탄산칼슘 및 혼화제를 혼합한 후 물을 첨가하면 수화반응에 의해 에트링가이트(ettringite, 칼슘 설포 알루미네이트(Calcium Sulfor Aluminate, 3CaO·Al2O33CaSO4·32H2O))와 같은 수화물을 생성시키며, 슬래그미분말의 잠재수경성으로 인하여 장기간에 걸쳐 강도가 증가하므로, β-반수석고의 장기강도가 하락하는 단점을 획기적으로 개선할 수 있다. When water is added after mixing the β-hemihydrate, the anhydrous gypsum, the cement, the slag fine powder, the filler, the calcium carbonate and the admixture, the hydration reaction causes ettringite (Calcium Sulfor Aluminate, 3CaO · Al 2 O 3 3CaSO 4 .32H 2 O)), and the strength of the slag powder is increased over a long period of time owing to the latent hydraulic properties of the fine powder of the slag, so that the disadvantage that the long-term strength of the β- have.

특별히 한정하지 않으나, 상기 β-반수석고는 평균 입경이 10~50㎛이고, 결정수 1~6중량%를 포함할 수 있다. 예를 들어, 화력발전소로부터 평균 입경이 30~60㎛이고, 자유수분 10%, 순도가 90% 이상인 탈황석고를 입수하여, 1차로 케이스 밀(Case Mill)에서 80~90℃로 건조하여 자유수분을 제거한 다음, 2차로 임팩트 밀(Impact Mill) 150~160℃로 소성 및 분쇄 공정을 거쳐, 평균 입경이 10~50㎛로 제조된 β-반수석고를 본 발명에서 사용할 수 있다.Although not particularly limited, the? -Hexaete gypsum may have an average particle diameter of 10 to 50 μm and contain 1 to 6% by weight of crystals. For example, a desulfurized gypsum having an average particle size of 30 to 60 μm, a free water content of 10% and a purity of 90% or more is obtained from a thermal power plant and dried at 80 to 90 ° C. in a case mill. And then subjected to a sintering and grinding step at an impact mill of 150 to 160 ° C in a second order to obtain a β-hemihydrate gypsum having an average particle size of 10 to 50 μm, which can be used in the present invention.

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 무수석고 1~6중량부(보다 바람직하게는 1~5중량부)를 포함한다. 무수석고 사용량이 1중량부 미만이면 응결시간이 단축되어 작업성 확보에 문제가 있으며, 6중량부를 초과하면 응결시간이 지연되며 제조원가가 높아지는 문제가 있다. The mortar composition of the present invention comprises 1 to 6 parts by weight (more preferably 1 to 5 parts by weight) of anhydrous gypsum based on 100 parts by weight of the total composition. If the amount of the anhydrous gypsum used is less than 1 part by weight, the coagulation time is shortened and there is a problem in securing workability. If the amount is more than 6 parts by weight, the coagulation time is delayed and the manufacturing cost is increased.

상기 무수석고로는, 그 비표면적이 예컨대 3,000 내지 6,000㎠/g 정도로 분말화된 것이 바람직하다.The anhydrous gypsum preferably has a specific surface area of about 3,000 to 6,000 cm < 2 > / g.

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 시멘트 1~6중량부(보다 바람직하게는 2~5중량부)를 포함한다. 시멘트 사용량이 1중량부 미만이면 모르타르에서 발현되는 압축강도가 낮아 요구하는 강도를 얻을 수 없으며, 6중량부를 초과하면 산업부산물의 활용이 줄어들어 친환경적이 못하다는 문제가 있다. The mortar composition of the present invention comprises 1 to 6 parts by weight (more preferably 2 to 5 parts by weight) of cement based on 100 parts by weight of the total composition. If the amount of the cement is less than 1 part by weight, the compressive strength developed in the mortar is low and the required strength can not be obtained. If the amount of the cement is more than 6 parts by weight, the utilization of industrial byproducts is reduced.

상기 시멘트로는 백색 포틀랜드 시멘트가 사용가능하며, 이는 Fe2O3, SO3 및 MgO로부터 선택되는 하나 이상을 포함할 수 있고, 이 경우, 예를 들어 Fe2O3를 0.5중량% 이하로, SO3를 3.5중량% 이하로, MgO를 5.0중량% 이하로 포함할 수 있으나, 이에 한정되지는 않는다. The cement may be at least one selected from Fe 2 O 3 , SO 3 and MgO. In this case, for example, Fe 2 O 3 may be contained in an amount of 0.5 wt% or less, SO 3 to 3.5 wt% or less, and MgO to 5.0 wt% or less, but not limited thereto.

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 슬래그미분말 1~25중량부(보다 바람직하게는 16~21중량부)를 포함한다. 슬래그미분말 사용량이 1중량부 미만이면 모르타르의 장기 강도가 저하되는 문제가 있으며, 25중량부를 초과하면 모르타르의 초기 강도가 저하되는 문제가 있다. The mortar composition of the present invention comprises 1 to 25 parts by weight (more preferably 16 to 21 parts by weight) of a slug fine powder based on 100 parts by weight of the total composition. When the amount of the slag fine powder used is less than 1 part by weight, there is a problem that the long-term strength of the mortar is lowered, and when it exceeds 25 parts by weight, the initial strength of the mortar is lowered.

특별히 한정하지 않으나, 슬래그미분말로는 MgO 4.0~8.0중량% 및 SO3 2.0~3.0중량%를 포함하고, 밀도 2.80~2.95g/㎤, 평균입경 8~12㎛, 비표면적 4,000~6,000㎠/g인 것을 사용할 수 있다.Although not specifically limited, the slag powder includes 4.0 to 8.0 wt% of MgO and 2.0 to 3.0 wt% of SO 3 , and has a density of 2.80 to 2.95 g / cm 3, an average particle diameter of 8 to 12 탆, and a specific surface area of 4,000 to 6,000 cm 2 / g Can be used.

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 급결재 1~5중량부(보다 바람직하게는 1~3중량부)를 포함한다. 급결재 사용량이 1중량부 미만이면, 고유동 모르타르의 제조는 가능하지만 원하는 강도를 얻을 수 없으며, 5중량부를 초과하면 압축강도에는 좋으나 응결시간이 빨라져 작업시간 확보에 문제가 있다.The mortar composition of the present invention comprises 1 to 5 parts by weight (more preferably 1 to 3 parts by weight) of a filler based on 100 parts by weight of the total composition. If the amount of the water-dispersible material is less than 1 part by weight, high-strength mortar can be produced, but desired strength can not be obtained. If it exceeds 5 parts by weight, the compression strength is good.

바람직하게는, 상기 급결재로서 칼슘 설포 알루미네이트(CSA), Na2SO4 및 이들의 조합으로부터 선택되는 것을 사용할 수 있으며, 상기 칼슘 설포 알루미네이트는 예를 들어, CaO 50.0~53.6 중량%, SO3 27.0~31.0 중량% 및 Al2O3 12.0~15.0 중량%를 포함하고, 비중이 2.8~3.0이고, 비표면적 2,000 내지 3,000 ㎠/g이며, 염화물량이 0.05이하인 것을 사용할 수 있으나, 이에 한정되지는 않는다. Preferably, calcium sulfate sulfoaluminate (CSA), Na 2 SO 4 and a combination thereof may be used as the above-mentioned filler. The calcium sulfoaluminate may be, for example, 50.0 to 53.6% by weight of CaO, 3 27.0 to 31.0% by weight and Al 2 O 3 12.0 to 15.0% by weight, a specific gravity of 2.8 to 3.0, a specific surface area of 2,000 to 3,000 cm 2 / g and a chloride content of 0.05 or less can be used. .

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 필러로 사용되는 탄산칼슘 1~20중량부(보다 바람직하게는 13~16중량부)를 포함한다. 탄산칼슘 사용량이 1중량부 미만이면 필러로써 요구하는 효과를 얻을 수 없으며, 20중량부를 초과하면 제조가 원가가 높아져 경제성이 낮아진다.The mortar composition of the present invention comprises 1 to 20 parts by weight (more preferably 13 to 16 parts by weight) of calcium carbonate used as a filler based on 100 parts by weight of the total composition. If the amount of calcium carbonate used is less than 1 part by weight, the effect required by the filler can not be obtained. If the amount is more than 20 parts by weight, the manufacturing cost increases and the economical efficiency is lowered.

특별히 한정하지 않으나, 탄산칼슘으로는 밀도가 2.65~2.72 g/㎤이고, 평균입경이 9~11㎛이며, 수분이 0.2 중량% 이하이고, 2㎛ 이하(%) ≥15인 것을 사용할 수 있다.Although not particularly limited, calcium carbonate may be used having a density of 2.65 to 2.72 g / cm3, an average particle diameter of 9 to 11 占 퐉, a water content of 0.2% by weight or less and a thickness of 2 占 퐉 or less (%)?

본 발명의 모르타르 조성물은, 조성물 총 100중량부를 기준으로 지연제, 소포제, 증점제, 유동화제, 수지 및 이들의 조합으로부터 선택되는 혼화제 0.01~5 중량부(보다 바람직하게는 0.04~0.3중량부)를 포함한다. The mortar composition of the present invention comprises 0.01 to 5 parts by weight (more preferably 0.04 to 0.3 part by weight) of an admixture selected from retardants, defoaming agents, thickening agents, fluidizers, resins and combinations thereof based on 100 parts by weight of the total composition .

본 발명의 모르타르 조성물은, β-반수석고의 급결성을 지연시켜 작업시간을 확보하기 위해, 조성물 총 100중량부를 기준으로 지연제 0.01~1중량부를 포함한다. 상기 지연제로서 폴리아미드 화합물, 시트르산, 타르타르산 및 이들의 조합으로부터 선택되는 것을 사용할 수 있으며, 상기 폴리아미드 화합물로는 예를 들어 칼슘이 첨가된 폴리아미드 화합물을 사용할 수 있으나, 이에 한정되지는 않는다. The mortar composition of the present invention comprises 0.01 to 1 part by weight of a retarder based on 100 parts by weight of the total composition in order to delay workability of the β-hemihydrate gypsum and to secure working time. As the retarder, a polyamide compound, citric acid, tartaric acid, or a combination thereof may be used. As the polyamide compound, for example, calcium-added polyamide compound may be used, but the present invention is not limited thereto.

본 발명의 모르타르 조성물은, 모르타르의 기포를 제거하여 깨끗한 마감면을 얻고, 강도증진을 확보하기 위해, 조성물 총 100중량부를 기준으로 소포제 0.01~1중량부를 포함한다. 상기 소포제로서 에스테르계, 지방산계, 광유계, 알콜계, 아미드계, 실리콘계 및 이들의 조합으로 부터 선택되는 것을 사용할 수 있으며, 예를 들어 Ph 7.5이고, 밀도가 0.55g/㎤인 분말형태의 소포제를 사용할 수 있으나, 이에 한정되지는 않는다.The mortar composition of the present invention contains 0.01 to 1 part by weight of an antifoaming agent based on 100 parts by weight of the total composition in order to obtain a clean finished surface by removing air bubbles in the mortar and to secure the strength enhancement. As the defoaming agent, those selected from ester, fatty acid, mineral oil, alcohol, amide, silicone and combinations thereof may be used. For example, a defoaming agent in powder form having a pH of 7.5 and a density of 0.55 g / But is not limited thereto.

본 발명의 모르타르 조성물은, 접착력 및 작업성을 향상시키고, 재료의 분리를 방지하여 시공성을 향상시키기 위해, 조성물 총 100중량부를 기준으로 증점제 0.01~1중량부를 포함한다. 상기 증점제로서 메틸셀룰로오스, 히드록시메틸셀룰로오스, 카복시메킬셀룰로오스, 에틸셀루로오스, 하이드록시에틸셀룰로스 및 이들의 조합으로부터 선택되는 것을 사용할 수 있으나, 이에 한정되지는 않는다. The mortar composition of the present invention contains 0.01 to 1 part by weight of a thickener based on 100 parts by weight of the total composition in order to improve adhesion and workability and to prevent segregation of materials and improve workability. As the thickening agent, methyl cellulose, hydroxymethyl cellulose, carboxymethyl cellulose, ethyl cellulose, hydroxyethyl cellulose, and combinations thereof may be used, but the present invention is not limited thereto.

본 발명의 모르타르 조성물은, 단위수량을 감소시켜 워커빌리티 및 강도를 개선하고 유동성 향상, 경화시간 단축, 감수효과 등을 위해, 조성물 총 100중량부를 기준으로 유동화제 0.01~1중량부를 포함한다. 상기 유동화제로서 멜라민계, 폴리카본산계, 나프탈렌계, 리그닌계 및 이들의 조합으로부터 선택되는 것을 사용할 수 있으나, 이에 한정되지는 않는다.The mortar composition of the present invention comprises 0.01 to 1 part by weight of a fluidizing agent based on 100 parts by weight of the total composition for improving the workability and strength, improving fluidity, shortening the curing time, reducing the water sensitivity, etc. Examples of the fluidizing agent include, but are not limited to, melamine-based, polycarbonate-based, naphthalene-based, lignin-based, and combinations thereof.

본 발명의 모르타르 조성물은, 부착 및 휨강도를 증진시키고, 내마모성을 증가시키기 위해, 조성물 총 100중량부를 기준으로 수지 0.01~1중량부를 포함한다. 상기 수지로서 비닐아세테이트-에틸렌 코폴리머, 아크릴수지, 유리섬유, 실리카계 수지, 초산비닐수지 및 이들의 조합으로부터 선택되는 것을 사용할 수 있으나, 이에 한정되지는 않는다.The mortar composition of the present invention comprises from 0.01 to 1 part by weight of a resin based on 100 parts by weight of the total composition to improve adhesion and flexural strength and increase abrasion resistance. As the resin, a resin selected from a vinyl acetate-ethylene copolymer, an acrylic resin, a glass fiber, a silica-based resin, a vinyl acetate resin, and a combination thereof may be used, but is not limited thereto.

상기의 성분들로 배합된 모르타르 조성물은 약간의 팽창성을 가지고 있으므로 시멘트계 모르타르에 비하여 균열 발생이 적고, 석고 자체가 갖는 평활성을 바탕으로 유동성이 높다는 장점을 갖는다. 이러한 본 발명의 모르타르 조성물은, 응결시간으로서 바람직하게는 1시간 이상의 초결 시간(예컨대, 1시간 ~4시간, 보다 바람직하게는 1~3시간) 및 15시간 이내의 종결 시간(예컨대 4~15시간, 보다 바람직하게는 4~8시간)을 나타낼 수 있다. 또한, 평활성을 갖는 β-반수석고로 인해 셀프레벨링 성능이 뛰어나므로, 건축물의 바닥면에 붓기만하면 자체적으로 수평면이 형성되므로 별도의 마감공정이 요구되지 않으며, 시공 후 석고 자체의 치수안정성에 의해 균열발생이 없다.The mortar composition blended with the above components has an advantage that it has a little swelling property and therefore has less cracking occurrence than cement mortar and has high fluidity based on the smoothness of the gypsum itself. The mortar composition of the present invention preferably has a setting time (preferably 1 hour to 4 hours, more preferably 1 to 3 hours) and a termination time of 15 hours or less (for example, 4 to 15 hours , More preferably 4 to 8 hours). In addition, since the self-leveling performance is excellent due to the β-hemihydrate gypsum having smoothness, a separate finishing process is not required since the self-leveling performance is self-leveling by swelling on the floor surface of the building. There is no occurrence.

본 발명의 다른 측면에 따르면, 상기 모르타르 조성물을 이용하여 형성된 모르타르가 제공된다. According to another aspect of the present invention, there is provided a mortar formed using the mortar composition.

본 발명의 모르타르는, 예컨대 상기 모르타르 조성물 100중량부에 대하여 물 35~60중량부, 보다 구체적으로는 물 40~55중량부를 혼합하여 제조될 수 있으나, 이에 한정되지는 않는다. 본 발명의 모르타르는 기존의 β-반수석고계 모르타르가 갖는 강도 저하의 문제점을 개선한 것으로서, 200kgf/㎠ 이상(예컨대, 200~500kgf/㎠)의 압축강도(재령 7일 기준)를 나타낼 수 있다. 본 발명의 모르타르는 건축재로서 다양한 용도로 사용될 수 있으며, 예를 들어 바닥마감 용도(즉, 바닥마감재 용도)로 사용될 수 있다. The mortar of the present invention can be produced, for example, by mixing 35 to 60 parts by weight of water with respect to 100 parts by weight of the mortar composition, and more specifically, by mixing 40 to 55 parts by weight of water, but is not limited thereto. The mortar of the present invention is an improvement of the problem of strength deterioration of existing β-semi-rigid high-grade mortar and can exhibit a compressive strength of 200 kgf / cm 2 or more (for example, 200 to 500 kgf / . The mortar of the present invention can be used in a variety of applications as a building material and can be used, for example, for floor finish applications (i.e., floor finish applications).

이하, 실시예 및 비교예를 통하여 본 발명을 보다 상세하게 설명한다. 그러나, 본 발명의 범위가 이들로 한정되는 것은 아니다.Hereinafter, the present invention will be described in more detail with reference to examples and comparative examples. However, the scope of the present invention is not limited thereto.

[[ 실시예Example ]]

표 1에 나타낸 조성으로 배합된 모르타르 조성물을 이용하여 모르타르를 제조한 후, 유동성, 압축강도 및 응결시간을 측정하여 표 1에 나타내었다. Table 1 shows the flowability, compressive strength and coagulation time of the mortar prepared using the mortar composition blended with the composition shown in Table 1.

모르타르의 제조는 KS L 5109 수경성시멘트 페이스트 및 모르타르의 기계적 혼합방법에 따라 실시하였고, KS L 5109에 규정하는 방법에 따라 모르타르 조성물의 유동성을 측정하였으며, KS L 5105 수경성시멘트 모르타르의 압축강도 시험방법에 따라 재령 3일과 7일, 28일에 각각 모르타르의 압축강도를 측정하였다. 측정된 물성을 표 2에 나타내었다.
The mortar was prepared according to the mechanical mixing method of KS L 5109 hydraulic cement paste and mortar, and the flowability of the mortar composition was measured according to the method specified in KS L 5109, and the compressive strength test method of KS L 5105 hydraulic cement mortar The compressive strength of the mortar was measured at 3, 7, and 28 days of age. The measured physical properties are shown in Table 2.

[원료 성분][Ingredients of raw materials]

β-반수석고: 평균 입경 25㎛, 결정수 5중량% 함유β-hemihydrate Gypsum: average particle diameter 25 μm, content of crystals 5 wt%

무수석고: 천연무수석고(청해소재), 비표면적 약 4,000㎠/g Anhydrous gypsum: natural anhydrous gypsum (Qinghai), specific surface area of about 4,000㎠ / g

시멘트: 백색 보통포틀랜드시멘트(유니온)Cement: White ordinary Portland cement (Union)

슬래그미분말: 밀도 2.90 g/㎤, 평균입경 10 ㎛, 잔분45㎛ 1.0%, 수분 0.2%, 비표면적 5,000㎠/gSlag fine powder: density 2.90 g / cm 3, average particle size 10 탆, residual 45 탆 1.0%, water 0.2%, specific surface area 5,000 cm 2 / g

탄산칼슘: 밀도 2.68 g/㎤, 평균입경 10㎛, 수분 0.2 중량% 이하, 2㎛ 이하(%) ≥15Calcium carbonate: density 2.68 g / cm3, average particle diameter 10 占 퐉, water 0.2 weight% or less, less than 2 占 퐉 (%)? 15

지연제: 칼슘이 첨가된 폴리아미드 화합물[PLAST RETARD PE, (SICIT 2000 S.p.A)]Retardant: calcium-added polyamide compound [PLAST RETARD PE, (SICIT 2000 S.p.A)]

소포제: - Agitan P841Defoamer: - Agitan P841

증점제: Bermocoll M10, M30(저점도, 고점도 증점제 사용)Thickener: Bermocoll M10, M30 (low viscosity, high viscosity thickener)

유동화제: Conpac 149SFluidizer: Conpac 149S

수지: VINNAPAS 5111L
Resin: VINNAPAS 5111L

실시예Example 1 One

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 45중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 45 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

실시예Example 2 2

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 45중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 45 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

실시예Example 3 3

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 50중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 50 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

비교예Comparative Example 1 One

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 45중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 45 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

비교예Comparative Example 2 2

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 50중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 50 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

비교예Comparative Example 3 3

표 1에 나타낸 조성의 성분들을 혼합하여 모르타르 조성물을 제조한 뒤, 이 모르타르 조성물 100중량부를 기준으로 물 50중량부를 혼합하여 모르타르를 제조하였다.The components of the composition shown in Table 1 were mixed to prepare a mortar composition, and 50 parts by weight of water was mixed with 100 parts by weight of the mortar composition to prepare a mortar.

Figure pat00001
Figure pat00001

Figure pat00002
Figure pat00002

상기 실시예 1~3에서 얻어진 석고계 모르타르의 응결시간 및 압축강도는 바닥마감용 모르타르의 기준[압축강도: 200 kgf/㎠ 이상, 응결시간: 초결 1시간 이상, 종결 15시간 이내]에 적합한 수치임을 확인할 수 있었다. 그러나, 비교예 1과 같이 β-반수석고가 과도하게 포함된 경우 응결시간은 빠르게 진행되어 적합한 작업시간의 확보가 불가능하였으며, 압축강도가 기준치에 미치지 못함을 확인할 수 있었다. 또한, 비교예 2의 경우, 모르타르 조성물이 급결재를 포함하지 않고, 슬래그미분말을 소량으로 포함하면서 규사잔골재를 포함하고 있으므로, 압축강도가 낮고 응결시간이 늦음을 확인할 수 있었고, 비교예 3은 실시예와 유사한 수준의 압축 강도를 보이나 β-반수석고의 함량이 적어 상대적으로 제조원가가 높아져 경제성을 확보할 수 없었다.The setting time and the compressive strength of the gypsum mortar obtained in Examples 1 to 3 were found to be appropriate values for the criteria of the mortar for bottoming [compression strength: 200 kgf / cm 2 or more, setting time: . However, when the β-hemihydrate gypsum is excessively contained as in Comparative Example 1, the coagulation time progresses rapidly, and it is impossible to secure a suitable working time, and it is confirmed that the compressive strength is below the standard value. Further, in the case of Comparative Example 2, it was confirmed that the mortar composition did not include a filler, contained a small amount of slag fine powder, and contained the silica sand fine aggregate, so that the compressive strength was low and the setting time was slow. The compressive strength is similar to that of the example, but the production cost is relatively low due to the small amount of β-hemihydrate.

이와 같이 본 발명의 모르타르 조성물을 이용하여 적합한 작업성과 압축강도 및 셀프레벨링성을 갖는 석고계 모르타르를 제조할 수 있었다.As described above, the mortar composition of the present invention was able to produce gypsum mortar having suitable workability, compressive strength and self-leveling property.

Claims (17)

조성물 총 100중량부를 기준으로, β-반수석고 50~60 중량부; 무수석고 1~6중량부; 시멘트 1~6 중량부; 슬래그미분말 1~25 중량부; 급결재 1~5 중량부; 탄산칼슘 1~20 중량부; 및 지연제, 소포제, 증점제, 유동화제, 수지 및 이들의 조합으로부터 선택되는 혼화제 0.01~5 중량부;를 포함하는, 모르타르 조성물. 50 to 60 parts by weight of? -Hexaete gypsum, based on 100 parts by weight of the total composition; 1 to 6 parts by weight of anhydrous gypsum; 1 to 6 parts by weight of cement; 1 to 25 parts by weight of a slag fine powder; 1 to 5 parts by weight of a filler; 1 to 20 parts by weight of calcium carbonate; And 0.01 to 5 parts by weight of an admixture selected from retardants, defoamers, thickeners, fluidizers, resins and combinations thereof. 제1항에 있어서, β-반수석고가 10~50㎛의 평균 입경 및 1~6중량%의 결정수 함량을 갖는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the β-hemihydrate has an average particle size of 10 to 50 μm and a crystalline water content of 1 to 6% by weight. 제1항에 있어서, β-반수석고는, 탈황석고를 케이스 밀에서 80~90℃로 건조하고, 임팩트 밀에서 150~160℃로 소성 및 분쇄하여 얻어진 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the β-hemihydrate gypsum is obtained by drying the desulfurized gypsum in a case mill at 80 to 90 ° C. and calcining and grinding it at 150 to 160 ° C. in an impact mill. 제1항에 있어서, 무수석고의 비표면적이 3,000 내지 6,000 ㎠/g인, 모르타르 조성물.The mortar composition according to claim 1, wherein the anhydrous gypsum has a specific surface area of 3,000 to 6,000 cm 2 / g. 제1항에 있어서, 상기 시멘트가 백색 포틀랜드 시멘트인 것을 특징으로 하는, 모르타르 조성물.The mortar composition according to claim 1, wherein the cement is white Portland cement. 제1항에 있어서, 슬래그미분말이 MgO 4.0~8.0중량% 및 SO3 2.0~3.0중량%를 포함하며, 그 밀도가 2.80~2.95g/㎤이고, 평균입경이 8~12㎛이며, 비표면적이 4,000~6,000㎠/g인 것을 특징으로 하는 모르타르 조성물.The slag fine powder according to claim 1, wherein the slag fine powder contains 4.0 to 8.0 wt% of MgO and 2.0 to 3.0 wt% of SO 3 , the density is 2.80 to 2.95 g / cm 3, the average particle diameter is 8 to 12 탆, 4,000 to 6,000 cm < 2 > / g. 제1항에 있어서, 상기 탄산칼슘의 밀도가 2.65~2.72 g/㎤이고, 평균입경이 9~11㎛이며, 수분이 0.2 중량% 이하이고, 2㎛ 이하(%) ≥15인 것을 특징으로 하는, 모르타르 조성물.The calcium carbonate according to claim 1, wherein the calcium carbonate has a density of 2.65 to 2.72 g / cm3, an average particle diameter of 9 to 11 占 퐉, a water content of 0.2% by weight or less and a thickness of 2 占 퐉 or less , Mortar composition. 제1항에 있어서, 상기 급결재가 칼슘 설포 알루미네이트(CSA), Na2SO4 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물. The method according to claim 1, wherein the filler is selected from the group consisting of calcium sulfoaluminate (CSA), Na 2 SO 4 ≪ / RTI > and combinations thereof. 제1항에 있어서, 상기 지연제가 폴리아미드 화합물, 시트르산, 타르타르산 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the retarder is selected from a polyamide compound, citric acid, tartaric acid, and combinations thereof. 제1항에 있어서, 상기 소포제가 에스테르계, 지방산계, 광유계, 알콜계, 아미드계, 실리콘계 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the antifoaming agent is selected from ester, fatty acid, mineral oil, alcohol, amide, silicone and combinations thereof. 제1항에 있어서, 상기 증점제가 메틸셀룰로오스, 히드록시메틸셀룰로오스, 카복시메킬셀룰로오스, 에틸셀루로오스, 하이드록시에틸셀룰로스 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the thickener is selected from methylcellulose, hydroxymethylcellulose, carboxymethylcellulose, ethylcellulose, hydroxyethylcellulose, and combinations thereof. 제1항에 있어서, 상기 유동화제가 멜라민계, 폴리카본산계, 나프탈렌계, 리그닌계 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the fluidizing agent is selected from melamine-based, polycarbonate-based, naphthalene-based, lignin-based, and combinations thereof. 제1항에 있어서, 상기 수지가 비닐아세테이트-에틸렌 코폴리머, 아크릴수지, 유리섬유, 실리카계 수지, 초산비닐수지 및 이들의 조합으로부터 선택되는 것인, 모르타르 조성물.The mortar composition according to claim 1, wherein the resin is selected from vinyl acetate-ethylene copolymers, acrylic resins, glass fibers, silica-based resins, vinyl acetate resins and combinations thereof. 제1항에 있어서, 응결시간으로서 1시간 이상의 초결 시간 및 15시간 이내의 종결 시간을 나타내는 것을 특징으로 하는 모르타르 조성물. The mortar composition according to claim 1, which exhibits a setting time of not less than 1 hour and a termination time of not more than 15 hours as a setting time. 제1항 내지 제14항 중 어느 한 항의 모르타르 조성물을 이용하여 형성된 모르타르. A mortar formed using the mortar composition of any one of claims 1 to 14. 제15항에 있어서, 모르타르 조성물 100중량부에 대하여 물 35~55중량부를 혼합하여 제조되는 것을 특징으로 하는 모르타르.The mortar according to claim 15, which is prepared by mixing 35 to 55 parts by weight of water with respect to 100 parts by weight of the mortar composition. 제15항에 있어서, 바닥마감 용도인 것을 특징으로 하는 모르타르.16. The mortar of claim 15, wherein the mortar is a floor finish.
KR1020140190996A 2014-12-26 2014-12-26 Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof KR20160080298A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020140190996A KR20160080298A (en) 2014-12-26 2014-12-26 Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020140190996A KR20160080298A (en) 2014-12-26 2014-12-26 Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof

Publications (1)

Publication Number Publication Date
KR20160080298A true KR20160080298A (en) 2016-07-08

Family

ID=56502714

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020140190996A KR20160080298A (en) 2014-12-26 2014-12-26 Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof

Country Status (1)

Country Link
KR (1) KR20160080298A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180319709A1 (en) * 2015-12-11 2018-11-08 Yoshino Gypsum Co., Ltd. Gypsum composition for dry-curing coating material, gypsum-based coating material, and construction method for gypsum-based coating material
KR20190069867A (en) * 2017-12-12 2019-06-20 주식회사 삼표산업 Ultra early strength binder and Ultra early strength concrete using the same
CN111233425A (en) * 2020-03-17 2020-06-05 南京坤昌新材料有限公司 High-strength gypsum self-leveling material, preparation method and use method thereof
KR102316358B1 (en) * 2021-01-11 2021-10-22 (주)에코송이 Eco-friendly finishing material composition

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180319709A1 (en) * 2015-12-11 2018-11-08 Yoshino Gypsum Co., Ltd. Gypsum composition for dry-curing coating material, gypsum-based coating material, and construction method for gypsum-based coating material
US10654754B2 (en) * 2015-12-11 2020-05-19 Yushino Gypsum Co., Ltd. Gypsum composition for dry-curing coating material, gypsum-based coating material, and construction method for gypsum-based coating material
KR20190069867A (en) * 2017-12-12 2019-06-20 주식회사 삼표산업 Ultra early strength binder and Ultra early strength concrete using the same
CN111233425A (en) * 2020-03-17 2020-06-05 南京坤昌新材料有限公司 High-strength gypsum self-leveling material, preparation method and use method thereof
KR102316358B1 (en) * 2021-01-11 2021-10-22 (주)에코송이 Eco-friendly finishing material composition

Similar Documents

Publication Publication Date Title
RU2608834C2 (en) Gypsum-containing construction materials
US10752551B2 (en) Construction chemical formulation
US9828292B2 (en) Binder composition for improved mortars and coatings
KR100878552B1 (en) The composition of high flowing dry pre-mixed mortar for the foor of an apartment house base on calcium sulfo aluminate
JP2015514675A (en) Dimensionally stable geopolymer compositions and methods
CN112939561B (en) Phosphogypsum-based light plastering gypsum and preparation method thereof
KR20180001628A (en) Mortar composition using slime as a filler and mortar using thereof
KR20160080298A (en) Mortar composition using beta-hemihydrate gypsum and mortar for floor finishing using thereof
CN112225519A (en) Method for improving strength of gypsum building material product
CN113998975A (en) Gypsum-based ceramic tile cementing material and preparation method thereof
KR101877528B1 (en) Cement composition having rapid hardening properties for runway reparing and runway repairing method using the same
KR100702471B1 (en) Super high early strength blast furnace slag cement
JP4894380B2 (en) Method for producing hydraulic composition
KR101431586B1 (en) Cement compositions of rapid expansion agent using industrial by-products
JP2022535547A (en) Use of calcium aluminate-containing hydraulic binder for manufacturing building materials
KR101579790B1 (en) Mortar composition for building comprising desulfurized gypsum hemihydrate
KR20130069083A (en) Light tile adhesive composition based on plaster with improved waterproof
JP6509671B2 (en) Submersible concrete composition in water and its cured product
KR20180063712A (en) Adhesive composition for autoclaved lightweight concrete and adhesive for autoclaved lightweight concrete including the same
KR101284500B1 (en) A composite of expansive materials for crack prevention of cementitious materials by using of waste fly ash
KR101594157B1 (en) Eco-Mortars Composition Usnig Non-firing Binder
JP6703446B2 (en) Fast-setting admixture and cement composition
KR20180020021A (en) Mortar composition not containing sand and use thereof
JP2007254196A (en) Hydraulic composition
KR100399618B1 (en) Manufacture Method of Expansive Material for Cement and Concrete Crack

Legal Events

Date Code Title Description
WITN Withdrawal due to no request for examination